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Journal Articles
Minutes of the Proceedings of the Institution of Civil Engineers (1925) 220 (1925): 110–123.
Published: 01 January 1925
... the upstrecm ancl donmstream edges were rounded, the calculated discllwrge woultl be 10.5 cImcs per linear foot. With 4 fcet of watm above the crest level of the spillway the calculated ciixharge of a fiat-topped weir woulcl be 21.9 cusecs, and with thc w i r rounded both upstrcanl and dowustrcam 30.6 cusccs...

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